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自由阻尼层加筋板的稳态简谐响应分析
引用本文:桂洪斌,赵德有,金咸定. 自由阻尼层加筋板的稳态简谐响应分析[J]. 上海交通大学学报, 2002, 36(11): 1544-1547
作者姓名:桂洪斌  赵德有  金咸定
作者单位:1. 上海交通大学,船舶与海洋工程学院,上海,200030
2. 大连理工大学,船舶工程系,大连,116024
摘    要:应用模态叠加法研究了敷设粘弹性自由阻尼层加筋板的稳态简谐响应,以结构幅频特性曲线的方式来研究粘弹性阻尼以结构响应的控制作用,分析了阻尼材料模量、损耗因子和阻尼层与基层厚度比对结构响应的影响,分析中考虑了结构上下不同位置的结点的情况,结果表明,在相同幅度的情况下,增加阻尼层与基层厚度比比增加阻尼材料损耗因子的减振效果好;粘弹性材料能够有效地控制的共振响应。

关 键 词:自由阻尼层 加筋板 简谐响应 振动控制 船舶
文章编号:1006-2467(2002)11-1544-04
修稿时间:2001-11-12

Steady-State Harmonic Response Analysis of Stiffened Plate with Unconstrained Damped Layer
GUI Hong bin ,ZHAO De you ,JIN Xian ding. Steady-State Harmonic Response Analysis of Stiffened Plate with Unconstrained Damped Layer[J]. Journal of Shanghai Jiaotong University, 2002, 36(11): 1544-1547
Authors:GUI Hong bin   ZHAO De you   JIN Xian ding
Affiliation:GUI Hong bin 1,ZHAO De you 2,JIN Xian ding 1
Abstract:The steady state harmonic response of stiffened plate with unconstrained damped layer was analyzed using a modal superposition method. The viscoelastic damping control of structural dynamic response was studied by relational curves of structural response amplitude and load frequency. The influences of material loss factor, thickness ratio of damping layer to basic layer on the structural dynamic response were analyzed. In the analysis different nodes of stiffened plate are considered. The numerical examples show that,in the same scale, the increase of thickness ratio of damping layer to basic layer is more effective than the increase of material loss factor for controlling structural resonant response and the viscoelastic material is effective for control of structural resonant response.
Keywords:unconstrained damped layer  stiffened plate  harmonic response  vibration control
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